OPW15/0076 Application for non-standard driveway

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1

Prohibited locations
Shown: by heavy Snes

Tne. greoter of 15m. fom
rood edge or TP. 6.0m

   

Edge of reed

 

    

 

 

 

 

=

      

 

Loteral_affset:

Required cut batter for
adequate sight distonce

 

 

Required cut Sctter-
for cdequole sight
offset, distonce

t Bale sight distonce '.

Sofe sight dislence, :

 

   

refer 16 SSD

       

Edge of ‘al .
&¢. embonkment 0.6m

Peg

Line of Sight,

table

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

  

 

 

 

 

 

 

 

 

 

   

 

  

 

 

 

Fixed 1 in 33, fol

 

figx

 

     

Ae Height of ine Of sight |
— er ed i “La Ta eer to Rood conterine 1 ~a
Vegetation in this a Negatet L
must be gross only & ion an this area
TIONS 300mm cox in height must de-gross only . & 3-! PLAN Retol Rood
N tien moe e height f Sale saht distance
Endwolis to be conerete or min, #200mm BENCHING. DETAIL ant Di reler to SSO toble
rt grauted with cares : o SECTION B~8 3 Safe: Sight Distance
i. Foods: with o marked. fine, 2 peed Limit | Safe- Sight Diivers eye
to be. sloping if: o
Bes edge: toe Gokin/n zone PIPE SIZE {km/h} | Distence: (m)] height 1.15m _
<6m- from toad edge for Sakon’ aan Catchment Area] ARI 2 | ARI 10 3 §s ieee
ror soad-edge for 100Km/h zone. <=,
1.097 Min. 2 @ DMR Std. Bagg 1304, 1805,1308 <0.5Ha- 375 450. 60 115 |
. <1 Oho pa £25 70 140 Line of sight shotl héva 9 min. l~
sng vegelotion/bench.clearonce of
es Stone pitch talel/Outlet: Min <2.5Ha. 600 2/450 89 ie Soomm on where the sight line
#200men rocks. <3.0Ho 2/450 | 2/525 ico 240 femoins In the road ‘formation .os: .
_t <4.0Ho | 2/525 | 2/600 Sal dle bet 22 shown, ONGITUDINAL SECTION
i <5.0Ho- | 2/600 |- (2) 2008, Table 6.3 ~ EXITING FROM DRIVEWAY
+ - For dolly traffic <=. 2000, ARI 2 a
Ten Wa. | for Serege day rtf 5 2000. WA 10 g 5.0 28) 15m ain __veries +t
SECTION _A-A ° (e) Ataris may oppor — ee
‘otcuiotiens in accordonce
[77] toemen Compcted gravel take win ins provsions of the Queenciond | el
A yrbound pavement, Type 2.4. Urbon Drainage Monvol. or under the: 3 int4 cal
4.00n Mini, provisions. of Council's ‘Pionning Scheme: | | ——__-} 1 in-33 Lin 3.
. (2). Seek ‘consulting engineer odvice Create tow 10 te
| Pt a5 fer allow ‘argu torn cata 300 Min, cover
to. overtop. arcess: without -
Pipe: tengih: varies concrete: Stone piteh . affecting the moin road. PICAL DRIVEWAY ION o
rods required ° _ a 3 Sin 8m, 15mm min, vores 1500,
A invert. of toble -droin = a main
t [ into wlet zl ~ 2.8m" miss
flow from outlet of “ey al
e euler x ¥in8

5.8m Min.

          

2.8m Min,

ee

__ Sam Mi.

DRIVEWAY PLAN

each v side

min. sproyed seal

to be sealed fe

Gilde iat Ls

 

o Council representative)

i varges thot

sabjetl properly where slormweter: connat
‘2 -oturat role. course-of devinage easement-or when
So upelream 2 slermwater catchment or V-Droin.

‘These Grineings howe Debs Seveloped. ln consisiotion detwcen. {he paiticiacting councils.

for a pipe. crossing, Pipe crossings.ore

 

 

 

or water ruts clong embonkment

AL DRIVEWA ON = R

BEFORE: USE, the User shell confirm thet the érowiag hes. been adopled by-lhe sppropriate. tousct

      

trite cuvert where Loble rain exists

FILL

 

 

 

 

 

 

 

 

 

CORRAL ISSUE:

QO

 

 

INSTITUTE OF PUBLIC’ WORKS ENGINEERING AUSTRALIA

QUEENSLAND DIVISION INC,
STANDARD DRAWINGS:

 

DRIVEWAYS:
RURAL DRIVEWAY

 

 

SEQ R-056 E